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<br /> 3'-3j%sn 2,_11�g" � n 2'-g° 2'-0" 4�_0,> 4'-0" 2'-11yg" 3'-315/s"
<br /> �a --a �'-o"
<br /> GENERAL NOTES
<br /> 1
<br /> 9. �OR COVER SHEET AND DRAWING INDEX SEE SHEEf G001.
<br /> 2. � FOR G£NERAL STRUCTURAL NOTES SEE SKE� S001.
<br /> g,_�j4^ * s,_4yn * 6'_3%„ ,� g'_1 8" *
<br /> 3. PRIOR TQ MODIFYfNG EXIS7(NG OPEN WEB STEEL JOiST TNE
<br /> '� �� CONTRACTOR SHALL CONTACT TNE ENGINEER TO PROVIDE A
<br /> � (REFERENCE) (REFERENCE) {REFERENCE) (REFERENCE) STRUCTURAL OBSEftVAT(0{V. PRIOR TO QSSERVATfON ALL STRUGTURAL
<br /> '�
<br /> 5,_3/„ 3r_�$n � STEEL MEMBERS AND CONNECTIONS SI-{AI.L BE 4N PLACE.
<br /> � 4. CONTRAGTOR SHALI� ENSURE R04F !S CLFAR OF SNOW WITH(N
<br /> 1�'-0" IN ALL D1REC7i0NS OF JOIST TO BE MODiF1E0 OURING i'HE •
<br /> PIACEMENT AND CONNECTION 0� MC6.
<br /> � � ! ' R � �'-OY8" 4,_0" 4'_�" 4'_p" 4'-p" 3'-9"
<br /> �
<br /> I
<br /> ; � � c,�oER r�uss ��} EXIST�NG OPEN VUEB STEEL JUIST GEOMETRY (TAG #,�7}
<br /> � cs � cs
<br /> � �
<br /> � � � � � 2 -- --
<br /> X X
<br /> � � � � � � � � � �� �,. �.- .---- —� KEYED NOTE
<br /> � (OPPOSITE HAND} \
<br /> � � � c �o o ] � � \ / � i �� � 1� aEeBERS TO BE 11JSTALLEO TIGHT TO UNDERSIDE �F EXISTING ROOF
<br /> C6 � C� � t � � � / � � � MC6 � CH SIDE} � � / �� ` � FOR HSSS TO �LOOR fRAMING CONNECT(4N SEE DETAlL 4/S200.
<br /> c2 c2 \ � Mc� (�� � s�o�) � W� i � 1 � � r �
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<br /> _ � �.. � �. � e ,�' � � i � (3 � � �� ��'�
<br /> � �� �� � � // \\ i �� ti` ! ,/ t� ` �,..-
<br /> .`r' W8 �.,,.� � _.s � � ._ ._ � _._._ �._._.V _. _, �. � � .� � ._._ ��.._. ..._ _. ._ �.. - �..-- �G EXISTWG OPEN WES MEMBERS 70
<br /> � � � 8E REMOVED AFTER ALL NEW
<br /> -_ � �i f �� Q FRAMING IS 4N PLAC�
<br /> I �
<br /> � EXISTING OPEN WEB STEEL JQIST MOD1FlED
<br /> 4
<br /> {
<br /> �r6 ! SECTION A �
<br /> � '� � � SCALE• 1�2"--1'--0° -- �
<br /> N B � �
<br /> �
<br /> Y � ROOF DECK (E}
<br /> � �" r�o�r st�aw�
<br /> - � C------� ,� w� .� _ __ --.
<br /> --�..--.^# �------- : 3/16 � �'PICAL� -�--. , >, ��M�6 _. _. W6 BO�O�M OF�R�0�)DECK
<br /> 1Y FOR CLAftlTY) TOP OF STEEL > �
<br /> (�Cl'Pi�At..) �iYP1GAL� PL3 8" STIFFEN�R PLATE, El. 27 -11 1/2 (AFF) o 0
<br /> � � 1 � � 3/16 � -- OPEN WEB S��EEL ROOF DECK (�)
<br /> � 1 1 � TR1��4 EDGE TO ALLOW FOR SOTfOhi OF S�FEEL ��8 ELEVATOR RAI�.
<br /> . � �� � � �� � JOIST �E) N4T SH01�i�
<br /> I
<br /> �� � 1� _) FOft Ct�1RITY} �EAM RAUlUS �.L 26 -6 (AEF) � ._ T _._ � __ ._._......_ �. � CO�INECTION POENT
<br /> I I � r j �c�� o� �t��� m.s.., �L 25'--s" (��}
<br /> { � �
<br /> TOP Or STcEL
<br /> �i w �,; I i.; �! 27'-11 1/2" (AFF) � � � ^ �L 27'-11 1/2" (AFr�)�
<br /> � � `.. �-- r- � � ��.? f 2 PI�,C�S
<br /> � c'—„ � � � v� f � � MC6 �``� � )
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<br /> {� � w /� w � w � w Wv � W6 W6 W6 �
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<br /> ;I � i ,� v � � ! '� � �--- PL3/$x�xt}'--a>' 4'�iTH �`' {3} �IDES
<br /> i ' � � � � ; � �
<br /> �; + �`' �_____._� L �- } � hlC�, SEE DEfAlL 1 ��.._...____ (2) 3/4" 30�TS PL�/2x6x0'-11" 'rVi"Ili � � 3f 16
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<br /> 4E -----_-T� � _._. __._=-� -- , n.. j a- (lYP{CAL} 4 3 4"� BOLTS � i
<br /> f � �-' W6 CON�ECTION) AT GAGE
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<br /> ' GIRUER TftUSSI(E) � � � �
<br /> �
<br /> � ____ I� - �--_ --'i � -� � __._.-- � _��.r.T_..___ (2) L2x2x3/8x0'-4" � I
<br /> � TOP 4F PLYWOOD '
<br /> �' � � l I �.. .w.� __ ._._. .�a _._. .__ _ __ _
<br /> I� � � � � EL 14'-0° (AFF) EIEVAYaR RA1L
<br /> �; � �� i 2 _ --_ __ __---- _.� __ _.._. .�._ __.. ._... �ON�ECT�ION PO��� LEGEND
<br /> � � � ►� � � C� �
<br /> ► �.
<br /> SEGTIOi� B SECTIUN C * = coNr�acTOR -ro v�Rt�r o��s�r�s�o�
<br /> PARTIAL R�OF FRAMING PLA� __
<br /> S C A L E: 1/4„=1,_0>' SCALE: 1 1/2"=1'-0" --_ SCALE: 1 1/2"=1'-0" C2 = HSS5x5x3/8
<br /> C6 = C6x8.2 ALIGN WlTH RTU CURB ABOVE SEE QE1'A!L 4/S2�0
<br /> MC� = MC6x15.1
<br /> y" GAP
<br /> (TYPICAL)
<br /> W6 = W6x25
<br /> (TYPlCAL} HILTI S-MD 10-�6x3/4 HWH#3 � FASTEN INITN (4) 1/2"� BOL�'S ROOF TOP CURB
<br /> 3/16k SELF TAPPING SC�EW iNTO EVERY 3 16 ���{3} S#DES j`4 , EACM SiDE OF RTU (BY OTN�RS) 5 W8 = W8x18 ELEVATOR SAFETY BEAM
<br /> 3 16 � 07HER DECK FLUTE. PRE-DRII.L / Y ��4 ROOF DECK �E) ROOF DECK (E� S`""�
<br /> � \ i�C6 1/16 � IARGER TI-�AN SCREV'� ROflF DECK (�}
<br /> (TYPlCAL) 3/16 DIAMETER, TYPICAL A7 MC6 (MAXIMUM) � t2) PLACES
<br /> �'
<br /> \ ROOF� DECK (E) OPEN WEB STEEt l � � � ,. TOP OF
<br /> __�..� �.
<br /> JOIST tE} � � � � �INISHED FLO�R
<br /> .�. � � . _., �__.._, �_____�—_.� i I i 1
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<br /> , .
<br /> ?� �t �—.�.. 1— i �' • �. _l �_ �-.M..m_�. ,,:� , °:�r�!so_,.�.�.����._.. �_{ i i� �
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<br /> �-- '�� ; . -- --:-� � �� � SECTl�N D
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<br /> -1- � - - - - - O- - -�� �0� ! Q � I --� `\_� }_ f I I � �--- W04D BLOCKING �OR --
<br /> 4' � `i" - - - - - � PL3/4x3 1/2x0 10 , FULL BEARING AT SCALE: 1/4"=1'-0"
<br /> MC6 MC6 MC6 � � GRIND END TO ALLOW � � `�� �� FASTEN�R LOCATIONS
<br /> � RAOIUS (iYPICA!}
<br /> ��,,, 6» W� PL3/8x3xQ'-9� WITH � 3/16 � I � �
<br /> `' � G6 AL{GN WEB ANO D�CK
<br /> (2} 3/4"� BOLTS , „ \ P1.3/8x3x0,--6" PENETRATfON W1TN CURB
<br /> (�IYPICAL} P1.1/2x3x0 -9 , SEE '°� �. 3��� CENTERED ON 8EA�4 WEB AB�V�
<br /> \ DETAIL 1/S210 �� \ � j 2,� �"�ITN (2) 3/4"� 80LTS
<br /> (3) SID�S\ - � ��---� �3 1/2x2 1/2x3/8x0'--3n � �-__
<br /> \
<br /> `� � � L8x6x1/2x0,_3„ � l� � ---- GIRDER TRUSS (E)
<br /> �/1 S T (L�l) �TYPICAL) (L��) (nPIeAL) ----�
<br /> � � NOTES:
<br /> PL3/8" STlFFEiVER PEATE EAG�{ (�2 GIRDER POl�if �flAD 1. G4PE FIANGES AS RE4UIRED �OR SEAM TO BEA�h .
<br /> SiDE, TRiM EOGE TO A�L�W ��� � MEMBE:R, SEE DETAfL CO�i�ECTIONS.
<br /> BEAM RAOIUS (TYPICAL AT MC6) -�__.....I�� 5�S2�4 2. RLL BOLTS ASTM A325.
<br /> 3. A�L CONNECTIO�S TYPE �f t1NLESS OTHERY1fSE NOTEQ.
<br /> � DETAI� 2 DETAIL 3 DETAI� 4
<br /> DETAiL »_ , » » , „ __ scA��: � �/�"=�'-a� __
<br /> SCALE: 1 1/2n=1'-0� --- SCALE: 1 1/2 -1 --0 -- SCALE: 1 9/2 -1 -0
<br /> 3/16 1 EACH SIDE Of GfRDER
<br /> AND EACM END
<br /> 3/i6 1 QF MEMBER
<br /> POINT LOAD GIRDER TOP CHORD (E) �
<br /> POf�lT LOAD B � GIRDER (E) �
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<br /> ro �� ` � 12x2x3/8 EACH SIDE �
<br /> o �� OF GIRU�R �
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<br /> � NOTES
<br /> o I� DISTAI�lCE "B" FROM POINT �OAp T4 PANE�. PO(NT IS
<br /> W LESS THAf�! 3" POlNT LOAD REINFORCING iS NOT
<br /> � RE4UfRED.
<br /> DETA(L 5
<br /> �, SCALE: NTS -- ,
<br /> >
<br /> ISSUED FOR PERMIT
<br /> �
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<br /> @ R�FERENCE DRAWINGS REVISIflNS REVISIONS gO M SCALE: $�$OTED i STRUCTURAL
<br /> �
<br /> � DRAWING!VO TITLE REV DATE BY DESCRIPTION REV DATE 8Y DESCRIP710N � p�WN�
<br /> � O� �AS'$l `� PARTIAL R04F FRAMiNG PLAN
<br /> m O '!1I17/17 HG lSSIlED FOft PERMIT � ��� ENGINEER: AMW
<br /> � � x `� CHECKED: SMR
<br /> � " �` � � �� PROJ MGR: LCC ' ' � ACCESS LASER = TENANT 1MPROVEMENT
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